论文部分内容阅读
在整理以往对竹材和竹杆件研究成果的基础上，提出了竹构架整体稳定承载能力的分析方法，并重点论述了平面几何非线性有限元分析法，可作为进一步完善临时整体竹结构设计与计算理论参考依据。
Based on the previous research results of bamboo and bamboo rods, an analytical method for the overall stability of the load-bearing capacity of bamboo frames was proposed. The plane geometry non-linear finite element analysis method was emphasized. It can be used as a further improvement for the design of temporary integral bamboo structures. Calculation theory reference.